A)
8.75 t tentile
B)
6.25 t compressive
C)
8.75 / √3 t tensile
D)
8.75 / √3 t compressive

Correct Answer :  

Recently Updated in Theory of Structures Questions
Shear strain energy theory for the failure of a material at elastic limit, is due to
A)
Rankine
B)
Von Mises
C)
St. Venant
D)
Guest or Trecas

Correct Answer : Option (B) :   Von Mises

The shape factor of standard rolled beam section varies from
A)
1.10 to 1.20
B)
1.20 to 1.30
C)
1.30 to 1.40
D)
1.40 to 1.50

Correct Answer : Option (A) :   1.10 to 1.20

The point of contraflexure is the point where
A)
S.F. is zero
B)
B.M. is maximum
C)
B.M. changes sign
D)
B.M. is minimum

Correct Answer : Option (C) :   B.M. changes sign

Civil Engineering MCQ's

Building Materials
Building Construction
Surveying
Concrete Technology
Soil Mechanics
Applied Mechanics
Strength of Materials
Hydraulics
RCC Structures Design
Steel Structure Design
Irrigation
Highway Engineering
Railways
Airport Engineering
SI Units
Theory of Structures
Tunneling
More